Mitigating adverse impacts of varying sulfide/nitrate ratios on denitrifying sulfide removal process performance

被引:14
作者
Chen, Chuan [1 ]
Shao, Bo [1 ]
Zhang, Ruo-Chen [1 ]
Xu, Xi-Jun [1 ]
Zhou, Xu [2 ]
Yuan, Yuan [3 ]
Ren, Nan-Qi [1 ]
Lee, Duu-Jong [4 ,5 ]
机构
[1] Harbin Inst Technol, Sch Environm, State Key Lab Urban Water Resource & Environm, Harbin 150090, Heilongjiang, Peoples R China
[2] Harbin Inst Technol, Shenzhen Grad Sch, Engn Lab Microalgal Bioenergy, Shenzhen 518055, Peoples R China
[3] Beijing Polytech, Dept Biotechnol, Beijing 100029, Peoples R China
[4] Natl Taiwan Univ, Dept Chem Engn, Taipei 106, Taiwan
[5] Natl Taiwan Univ Sci & Technol, Dept Chem Engn, Taipei 106, Taiwan
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Denitrifying sulfide removal; Sulfur oxidizing bacteria; Dissolved oxygen; Aerobic biological oxidation; SIMULTANEOUS BIOLOGICAL REMOVAL; ELEMENTAL SULFUR; NITROGEN REMOVAL; DISSOLVED-OXYGEN; ANAMMOX; CARBON; SULFATE; THIOSULFATE; REDUCTION;
D O I
10.1016/j.biortech.2018.07.096
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Complete removal of nitrogen, sulfur and carbon in wastewaters by denitrifying sulfide removal (DSR) process can be achieved at stoichiometry sulfide to nitrate ratio (S/N) of 1:1 in expanded granular sludge bed reactor. Wastewaters with varying S/N ratios can adversely impact the DSR performances with deterioration of synergetic cooperation between autotrophic and heterotrophic denitrifiers. DO (dissolved oxygen) serves effectively as supplementary electron receiver for sulfide oxidation, leaving more nitrate for heterotrophic denitrifiers to utilize acetate. The optimal oxygen to sulfide molar ratio (DO/S) is 0.5:1 for complete removal of sulfide, nitrate and acetate at different S/N ratios. The heterotrophic denitrification rate was decreased to 0.03 +/- 0.002, 0.24 +/- 0.011 and 0.35 +/- 0.027 NO3- -N.h(-1).gVSS(-1) at S/N ratio of 5:2, 5:5 and 5:8, respectively, when DO/S of 3:1 was performed. This optimal condition was proposed as an easy-to-implement control criterion for subsiding the adverse impact by varying S/N ratios in handling real wastewaters.
引用
收藏
页码:782 / 788
页数:7
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